CN2499462Y - Energy dissipation device for earth quake - Google Patents
Energy dissipation device for earth quake Download PDFInfo
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- CN2499462Y CN2499462Y CN 01233007 CN01233007U CN2499462Y CN 2499462 Y CN2499462 Y CN 2499462Y CN 01233007 CN01233007 CN 01233007 CN 01233007 U CN01233007 U CN 01233007U CN 2499462 Y CN2499462 Y CN 2499462Y
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- energy dissipation
- energy
- earthquake
- annihilator
- utility
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Abstract
The utility model relates to an energy dissipation device for earthquake which is arranged between a building construction body and an earthquake center. The utility model comprises a plurality of energy dissipation components, guide vanes of energy dissipation components, distorted stable units of energy dissipation device, and external fixed seats, wherein the energy dissipation components are arranged within spacing distance; the guide vanes of energy dissipation components are closely connected to the end parts of various energy dissipation components; the distorted stable units of energy dissipation device are connected to the end parts of various energy dissipation components; and the external fixed seats are arranged between various energy dissipation components. The utility model can effectively eliminate or isolate broken energy generated by the earthquake, and has the advantages of economy, practicality, miniaturization, easy replacement and random combination.
Description
(1) technical field
The utility model is about a kind of earthquake annihilator of energy.
(2) background technology
When earthquake takes place, that continuous seismic source energy is added is all on the fabric structure body because of meeting, when the strength deficiency of fabric structure body own or material for building have blemishes, can cause the fabric structure body when earthquake, to be damaged most probably, so the vibration energy that is produced in the time of will be how with earthquake is eliminated, avoiding the accumulation and the increase of energy, is one of important topic of being devoted to study in the world at present.
Operable energy dissipator when earthquake at present, as triangle steel disc type sinker, X steel disc type sinker, beam wing metal plate cutting type sinker, axle force deformation sinker, liquid flow damping formula sinker etc., be five kinds of present earthquake annihilator of energies of commonly using, its shortcoming is:
Every experience is once had after the earthquake of scale slightly, and the structure distortion that is caused all needs to carry out recovery operation, because the sinker of these types all belongs to relatively large sinker, has to change and proofread and correct and is all difficult shortcoming.
(3) summary of the invention
The purpose of this utility model is to be to provide a kind of earthquake annihilator of energy, and it can effectively eliminate or isolate the energy of rupture that earthquake produces, and have economical and practical, miniaturization, be easy to change, the advantage of arbitrary combination.
In order to achieve the above object, the utility model provides a kind of earthquake annihilator of energy, is to be arranged between fabric structure body and focus, and it is characterized in that: it includes:
The element for energy dissipation that most sheets are provided with spacing distance;
The profile sheet of element for energy dissipation that connects airtight with the end of this each element for energy dissipation; With guarantee element for energy dissipation in the thin portion of plasticity angular region district's uniform distribution amount of plastic deformation with energy dissipating;
The sinker distortion stabilization element that connects this each element for energy dissipation end;
Be connected in the external holder of sinker between each side element for energy dissipation.
Described earthquake annihilator of energy is characterized in that: this each element for energy dissipation material is steel.
Described earthquake annihilator of energy is characterized in that: most individual these earthquake annihilator of energies can be connected mutually or be parallel with one another.
Via above explanation as can be known, the utility model is with the elasticity of excellence combination configuration down, can reach with big displacement quantity or big stiffness and come earthquake energy, its have as after advantage:
Can become a kind of economical, miniaturization, be easy to change and earthquake annihilator of energy that intensity and deflection can arbitrary combination:
Be that a majority earthquake annihilator of energy is arranged at respectively between fabric structure body (40) (quality framework) and face of land focus (50) in the utility model, when earthquake takes place, can effectively be absorbed isolation because of plastic strain by the earthquake annihilator of energy in the utility model in the seismic energy that earthquake produced, that is can in order to guarantee fabric structure body (40) (quality framework) when the earthquake can because of excessively with the excessive impaired even incident that collapses of ground vibration; The utility model also can become a kind of miniaturization, earthquake annihilator of energy with low cost, the utility model is because of simple structure, has the advantage that is easy to change, and can be arbitrarily with the earthquake annihilator of energy of tandem or combination in parallel so that intensity and deflection can be with the different Demand Design of work fabric structure body arbitrary combination to optimal behavior in service.
(4) description of drawings
Fig. 1: be stereo appearance figure of the present utility model.
Fig. 2 A, Fig. 2 B: be the schematic diagram of the utility model when being applied to the fabric structure body.
Fig. 3: be floor map of the present utility model.
Fig. 4: be that the utility model is when the deformation pattern when being subjected to the P pulling force.
Fig. 5: be that the utility model is when the deformation pattern when being subjected to P pressure.
Fig. 6: be tension pressurized consumed energy curve map of the present utility model.
Fig. 7: be the allocation plan that the utility model is used to add the mode of aximal deformation value.
Fig. 8: be the energy dissipating figure that the utility model is used to add the mode of aximal deformation value.(shock insulation that is used for super large energy earthquake region).
Fig. 9 A, Fig. 9 B are the allocation plans that the utility model is used to strengthen stiffness (stressed) mode.
Figure 10: be the energy dissipating figure that the utility model is used to strengthen the stiffness mode.(shock insulation that is used for the super large structure).
Figure 11: be that the utility model is used for the segmentation stiffness and adds the allocation plan of aximal deformation value.
Figure 12: be that the utility model is used for the segmentation stiffness and adds the energy dissipating figure of aximal deformation value.
(5) specific embodiment
See also Fig. 1, shown in Figure 3, the utility model is a kind of earthquake annihilator of energy, in comprising having:
A. apart from the element for energy dissipation (10) that is provided with, the material of this element for energy dissipation is general A36 steel to most sheets, if the low-intensity high ductibility steel of LYS100 are then for better with uniformly-spaced;
B. connect airtight in the end of each element for energy dissipation and locate to be provided with profile sheet of element for energy dissipation (20), can guarantee element for energy dissipation in plasticity angular region district, the purpose of the thin portion of uniform distribution amount of plastic deformation to reach energy dissipating but not fracture.
C. be connected in the sinker distortion stabilization element (15) of each element for energy dissipation end, can stablize the moving direction of the external holder (30) of earthquake annihilator of energy.
D. extend towards the outside respectively in the lateral center position of each side element for energy dissipation and be provided with the external holder of earthquake annihilator of energy (30).
As shown in Fig. 2 A, 2B, be the schematic diagram of earthquake annihilator of energy of the present utility model when being used in the fabric structure body, its external holder (30) with sinker is installed between fabric structure body (40) and the face of land focus (50), fabric structure body (40) comprises beam (41) and post (42), establish the supporting pad (43) of a high-bearing, low frictional resistance in beam (41) bottom, supporting pad (43) bottom is basis (51), bottom, basis (51) is foundation pile (52), and the external holder (30) of sinker both sides is connecting beam (41) and basis (51) respectively.When earthquake takes place when, can by most earthquake annihilator of energies in order to absorb and time of isolating earthquake discharge with the energy of generation, in earthquake, sustain damage or fabric structure body (40) (quality framework) collapsed in order to prevent fabric structure body (40) (quality framework).
As shown in Figure 4, after relative external broach P is added on the earthquake annihilator of energy, except can producing two times Δ 1 deflection, on element for energy dissipation (10) the stress concentration phenomenon (mechanics is called the plasticity angle) that can produce a plurality of points, can cause lot of energy consumption simultaneously.
As shown in Figure 5, after relative external pressure P is added on the earthquake annihilator of energy, except can producing two times Δ 1 deflection, be to produce the stress concentration phenomenon (mechanics is called the plasticity angle) of a plurality of points on element for energy dissipation (10), and can cause lot of energy consumption.
As shown in Figure 6, it is that material is subjected to P power to produce the stress-strain diagram of Δ distortion, and its work (being consumed energy (60)) is the area of hatched example areas.
As shown in Fig. 7,8, it is to add the purpose that aximal deformation value reaches energy dissipating, especially near the ground motion a super large focus, has the face of land amplitude of vibration more than 30 centimeters, the big deformation displacement amount of this kind can't be born by the energy dissipating system that general traditional type is commonly used, but with series system, and through suitably configuration combination, then can make the earthquake annihilator of energy that volume and length all commonly uses far beyond market is little product with the earthquake annihilator of energy in the utility model.
As shown in Fig. 9 A, Fig. 9 B, Figure 10, it in this figure the purpose that reaches energy dissipating in the mode of the structure stiffness that strengthens, this earthquake annihilator of energy uses except connecting and can also in parallelly use, the earthquake annihilator of energy of commonly using far beyond traditional type is little a lot of on volume and length, the utility model also have in light weight be easy to change and the advantage that intensity and distortion can arbitrary combination.
As shown in Figure 11,12, be that the utility model is used for the segmentation stiffness and adds the energy dissipating figure of aximal deformation value, have to take into account the advantage that is suitable for meizoseismal area and comfort.
Claims (4)
1. an earthquake annihilator of energy is to be arranged between fabric structure body and focus, and it is characterized in that: it includes:
The element for energy dissipation that most sheets are provided with spacing distance;
The profile sheet of element for energy dissipation that connects airtight with the end of this each element for energy dissipation;
The sinker distortion stabilization element that connects this each element for energy dissipation end;
Be connected in the external holder of sinker between each side element for energy dissipation.
2. earthquake annihilator of energy as claimed in claim 1 is characterized in that: this each element for energy dissipation material is steel.
3. earthquake annihilator of energy as claimed in claim 1 or 2 is characterized in that: most these earthquake annihilator of energies are connected mutually.
4. earthquake annihilator of energy as claimed in claim 1 or 2 is characterized in that: most these earthquake annihilator of energies are parallel with one another.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 01233007 CN2499462Y (en) | 2001-08-08 | 2001-08-08 | Energy dissipation device for earth quake |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 01233007 CN2499462Y (en) | 2001-08-08 | 2001-08-08 | Energy dissipation device for earth quake |
Publications (1)
Publication Number | Publication Date |
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CN2499462Y true CN2499462Y (en) | 2002-07-10 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 01233007 Expired - Fee Related CN2499462Y (en) | 2001-08-08 | 2001-08-08 | Energy dissipation device for earth quake |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1313687C (en) * | 2004-03-09 | 2007-05-02 | 刘义杰 | Making method of anti-earthquack well |
CN106760012A (en) * | 2016-12-19 | 2017-05-31 | 中国地震局工程力学研究所 | A kind of modularization high-damping metal shears hysteresis sinker |
CN107489093A (en) * | 2017-07-18 | 2017-12-19 | 广州大学 | A kind of damping, buffering mechanism |
CN110637136A (en) * | 2017-04-13 | 2019-12-31 | 新颖结构有限责任公司 | Component-to-component laminar fuse link |
US11203862B2 (en) | 2017-04-13 | 2021-12-21 | Simpson Strong-Tie Company Inc. | Member-to-member laminar fuse connection |
-
2001
- 2001-08-08 CN CN 01233007 patent/CN2499462Y/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1313687C (en) * | 2004-03-09 | 2007-05-02 | 刘义杰 | Making method of anti-earthquack well |
CN106760012A (en) * | 2016-12-19 | 2017-05-31 | 中国地震局工程力学研究所 | A kind of modularization high-damping metal shears hysteresis sinker |
CN110637136A (en) * | 2017-04-13 | 2019-12-31 | 新颖结构有限责任公司 | Component-to-component laminar fuse link |
US11203862B2 (en) | 2017-04-13 | 2021-12-21 | Simpson Strong-Tie Company Inc. | Member-to-member laminar fuse connection |
US11346121B2 (en) | 2017-04-13 | 2022-05-31 | Simpson Strong-Tie Company Inc. | Member-to-member laminar fuse connection |
CN107489093A (en) * | 2017-07-18 | 2017-12-19 | 广州大学 | A kind of damping, buffering mechanism |
CN107489093B (en) * | 2017-07-18 | 2020-02-21 | 广州大学 | Shock attenuation buffer gear |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |